Abstract: The stability of spread footing situated above a continuous void was investigated. The study involved a theoretical analysis and a model footing testing. The theoretical analysis was made using the finite element method ...

Abstract: The effect of underground void on the stability of shallow foundation supported by a compacted clay was investigated by using a three‐dimensional finite element computer program. The clay soil was a commercially available ...

Abstract: The permeability behavior of an alum water‐treatment sludge and treated separately with a slaked lime and a fly ash was investigated and compared with untreated sludge. The treatment level was 60% by dry weight of sludge. ...

Abstract: The bearing capacity behavior of strip footing located above a continuous void in silty clay soil was investigated experimentally and analytically. The experiment was performed in a test tank which contained a compacted ...